PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 02/25/14 EST. NO.25 TIME 01:57 PM R.E. NAME: LEE, PETER 07-2159C4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0323 1,147.21 E.W. @ F.A.(+) 011514 Y 0655.0 0324 425.91 011714 Y 0656.0 0325 255.35 012014 Y 0657.0 0326 312.34 012114 Y 0658.0 0327 283.85 012214 Y 0659.0 0328 269.60 012314 Y 0660.0 0329 283.85 012414 Y 0661.0 0330 255.35 012714 Y 0662.0 0331 577.46 070913 Y 0663.0 0332 366.73 070913 Y 0664.0 0333 550.10 071013 Y 0665.0 0334 2,678.67 090413 Y 0666.0 0335 353.53 090413 Y 0667.0 0337 147.70 092313 Y 0669.0 0338 955.19 092713 Y 0670.0 0339 804.30 092713 Y 0671.0 0340 738.99 101513 Y 0672.0 0341 308.25 101613 Y 0673.0 0342 405.98 101813 Y 0674.0 0343 629.27 102313 Y 0675.0 0344 1,195.63 102513 Y 0676.0 0345 637.33 120413 Y 0677.0 0346 787.14 120513 Y 0678.0 0347 1,161.22 120613 Y 0679.0 0348 2,025.29 120913 Y 0680.0 0349 595.03 122313 Y 0681.0 0350 425.91 121113 Y 0684.0 0351 397.79 121412 Y 0685.0 002 0009 480.70 E.W. @ F.A.(+) 021214 Y 0691.0 004 0003-1 -1,800.00 E.W. @ U.P (+) 100312 Y 0468.0 DAO CORRECTING ENTRY 0004-1 -1,800.00 012313 Y 0469.0 DAO CORRECTING ENTRY 0005-1 -2,072.50 071612 Y 344.20 DAO CORRECTING ENTRY 0011 1,200.00 011614 Y 0690.0 012 0014 159.52 E.W. @ U.P (+) 091813 Y 0638.1 019 0001 486.31 A.C. @ L.S.(+) 022014 N 0001 0 027 0028 14,226.45 E.W. @ F.A.(+) 121013 Y 0640.0 0029 10,085.92 121113 Y 0641.0 0030 819.72 011613 Y 0642.0 028 0061 9,427.59 E.W. @ F.A.(+) 100312 Y 0643.0 0062 10,143.85 100412 Y 0644.0 0063 5,138.25 100512 Y 0645.0 0064 3,630.26 030113 Y 0646.0 0065 3,280.75 030613 Y 0647.0 0066 2,316.54 071013 Y 0648.0 0067 1,553.79 110613 Y 0649.0 0068 4,018.91 111213 Y 0652.0 0069 1,394.71 111813 Y 0653.0 0070 179.88 120313 Y 0654.0 048 0035 6,409.77 E.W. @ F.A.(+) 111513 Y 0650.0 0036 1,869.87 111813 Y 0651.0 052 0001 1,458.80 E.W. @ F.A.(+) 082313 Y 0687.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 02/25/14 EST. NO.25 TIME 01:57 PM R.E. NAME: LEE, PETER 07-2159C4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0002 9,395.09 082713 Y 0688.0 0003 2,394.06 083013 Y 0689.0 103,373.21 TOTAL THIS ESTIMATE 2,028,247.28 TOTAL PREVIOUS ESTIMATE 2,131,620.49 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 02/25/14 EST. NO.25 TIME 01:57 PM R.E. NAME: LEE, PETER 07-2159C4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NO CPM UPDATE 3/2013 -10,000.00 14 NO-CPM-UPDATE 3/2013 10,000.00 18 NO-CPM-UPDATE 5/6/13 -10,000.00 18 NO-CPM-UPDATE 5/6/13 10,000.00 22 NO-CPM-UPDATE 8&9/13 -20,000.00 22 NON CPM COMPLIANCE -75,000.00 23 NO-CPM-UPDATE 8&9/13 20,000.00 25 NON CPM COMPLIANCE 75,000.00 25 95,000.00 0.00 TOTAL DEDUCTIONS 95,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 02/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159C4 TIME 01:57 PM ESTIMATE NO. 25 BID OPENING 05/12/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 02/25/14 LOCATION PROGRESS ESTIMATE 07-LA-5-1.8/3.0 ----------------- FLATIRON WEST INC IN LOS ANGELES COUNTY IN SANTA FE 1770 LA COSTA MEADOWS DRIVE SPRINGS AND NORWALK FROM SAN MAROCS CA 90278 ALONDRA BOULEVARD OVERCROSSING TO SHOEMAKER AVENUE OVERCROSSING FED. AID NO. IMOO-5294(9N ) WIDEN AND REALIGH FREEWAY WITH PCC ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,500.0000 7,500.00 0.400 3,000 002 TIME-RELATED OVERHEAD WDAY 3,500.0000 3,500,000.00 21.000 73,500.00 526.000 1,841,000 003 3.7 M TEMPORARY CHAIN LINK GATE EA 1,110.0000 7,770.00 7.000 7,770 (TYPE CL-1.8) 004 6.1 M TEMPORARY CHAIN LINK GATE EA 1,375.0000 11,000.00 1.000 1,375 (TYPE CL-1.8) 005 7.3 M TEMPORARY ROLLING CHAIN LINK GATE EA 2,050.0000 2,050.00 1.000 2,050 (TYPE CL-1.8) 006 9.14 M TEMPORARY ROLLING CHAIN LINK GATE EA 2,100.0000 12,600.00 2.000 4,200 (TYPE CL-1.8) 007 11.0 M TEMPORARY ROLLING CHAIN LINK GATE EA 2,460.0000 12,300.00 3.000 7,380 (TYPE CL-1.8) 008 18.29 M TEMPORARY ROLLING CHAIN LINK EA 4,400.0000 4,400.00 0.000 0 GATE (TYPE CL-1.8) 009 19.81 M TEMPORARY ROLLING CHAIN LINK EA 4,400.0000 4,400.00 0.000 0 GATE (TYPE CL-1.8) 010 TEMPORARY FENCE (TYPE CL-1.8) M 46.0000 184,920.00 2,583.000 118,818 011 CONSTRUCTION SITE MANAGEMENT LS 85,000.0000 85,000.00 0.020 1,700.00 0.610 51,850 012 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.750 1,875 PREVENTION PLAN 013 TEMPORARY SOIL STABILIZER M2 1.0000 2,560.00 1,980.000 1,980 014 TEMPORARY MULCH M2 1.0000 5,200.00 0.000 0 015 TEMPORARY EROSION CONTROL BLANKET M2 3.6000 9,216.00 0.000 0 016 TEMPORARY FIBER ROLL M 15.0000 16,200.00 45.300 679.50 4,071.640 61,074 017 TEMPORARY SILT FENCE M 8.0000 11,600.00 309.790 2,478 018 TEMPORARY GRAVEL BAG BERM M 18.0000 365,400.00 492.790 8,870.22 2,053.110 36,955 019 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,500.0000 21,000.00 6.000 21,000 020 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 100,000.00 17.000 85,000 021 TEMPORARY COVER M2 3.0000 7,680.00 5,914.210 17,742 022 MOVE-IN/MOVE-OUT EA 500.0000 3,000.00 0.000 0 (TEMPORARY EROSION CONTROL) PROGRAM CAS145 PAGE 2 DATE 02/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159C4 TIME 01:57 PM ESTIMATE NO. 25 BID OPENING 05/12/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 02/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 40,000.00 48.000 9,600 024 STREET SWEEPING LS 150,000.0000 150,000.00 0.020 3,000.00 0.540 81,000 025 TEMPORARY PUMP LS 25,000.0000 25,000.00 0.100 2,500.00 0.450 11,250 026 TEMPORARY HYDRAULIC MULCH M2 1.0000 2,560.00 0.000 0 027 STORM WATER ANNUAL REPORT EA 2,000.0000 12,000.00 2.000 4,000 028 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.470 47,000 029 TRAFFIC CONTROL SYSTEM LS 1,000,000.0000 1,000,000.00 0.245 245,000 030 TYPE II BARRICADE EA 25.0000 1,450.00 19.000 475 031 TRAFFIC CONE EA 20.0000 2,200.00 0.000 0 032 TYPE III BARRICADE EA 100.0000 13,000.00 14.000 1,400 033 TEMPORARY PAVEMENT MARKING (PAINT) M2 35.0000 13,650.00 110.000 3,850.00 315.200 11,032 034 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 60,300.00 3,701.000 3,701.00 16,340.000 16,340 035 CHANNELIZER (SURFACE MOUNTED) EA 32.0000 20,800.00 293.000 9,376 036 TEMPORARY PAVEMENT MARKER EA 4.0000 32,680.00 150.000 600.00 420.000 1,680 037 TEMPORARY RAILING (TYPE K) M 42.0000 487,200.00 1,208.000 50,736.00 5,932.000 249,144 038 TEMPORARY CRASH CUSHION MODULE EA 225.0000 130,500.00 289.000 65,025 039 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 14,000.0000 14,000.00 0.000 0 040 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 2.0000 20,400.00 0.000 0 (HAZARDOUS WASTE) 041 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 16,600.00 945.000 1,890 STRIPE (HAZARDOUS WASTE) 042 ABANDON UTILITY PIPE M 11.0000 4,400.00 0.000 0 043 ABANDON SEWER M 14.0000 37,100.00 2,209.900 30,938 044 ABANDON SEWER MANHOLE EA 1,600.0000 48,000.00 26.000 41,600 045 REMOVE CHAIN LINK FENCE M 9.0000 32,310.00 3,373.000 30,357 046 REMOVE METAL BEAM GUARD RAILING M 28.0000 13,720.00 15.000 420.00 495.000 13,860 047 REMOVE DOUBLE METAL BEAM BARRIER M 35.0000 66,850.00 0.000 0 048 REMOVE PAINTED TRAFFIC STRIPE M 1.5000 28,350.00 874.000 1,311.00 3,206.000 4,809 049 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 6,300.00 27.000 810.00 112.000 3,360 PROGRAM CAS145 PAGE 3 DATE 02/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159C4 TIME 01:57 PM ESTIMATE NO. 25 BID OPENING 05/12/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 02/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.5000 19,350.00 1,004.000 1,506 051 REMOVE PAVEMENT MARKER EA 1.0000 7,610.00 315.000 315 052 REMOVE ROADSIDE SIGN EA 125.0000 625.00 0.000 0 053 REMOVE ROADSIDE SIGN (WOOD POST) EA 125.0000 4,625.00 0.000 0 054 REMOVE ROADSIDE SIGN (METAL POST) EA 125.0000 18,125.00 1.000 125 055 REMOVE ROADSIDE SIGN EA 100.0000 3,900.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 056 REMOVE SIGN STRUCTURE EA 6,000.0000 24,000.00 4.000 24,000 057 REMOVE BRIDGE MOUNTED SIGN EA 3,500.0000 7,000.00 2.000 7,000 058 REMOVE ASPHALT CONCRETE DIKE M 12.0000 2,640.00 94.100 1,129.20 94.100 1,129 059 REMOVE PIPE M 57.0000 102,600.00 828.080 47,200 060 REMOVE UTILITY PIPE M 128.0000 17,920.00 0.000 0 061 REMOVE INLET EA 1,000.0000 36,000.00 14.000 14,000 062 REMOVE HEADWALL EA 1,000.0000 24,000.00 9.000 9,000 063 REMOVE SEWER MANHOLE EA 3,000.0000 3,000.00 1.000 3,000 064 REMOVE MANHOLE EA 900.0000 7,200.00 5.000 4,500 065 REMOVE RETAINING WALL M 105.0000 11,550.00 0.000 0 066 REMOVE SEWER PIPE M 60.0000 7,800.00 55.500 3,330 067 REMOVE CONCRETE PAVEMENT M2 1.0000 21,000.00 2,055.810 2,055 068 REMOVE ASPHALT CONCRETE SURFACING M2 9.0000 70,380.00 7,402.700 66,624 069 REMOVE RETAINING CURB M 8.0000 2,000.00 269.500 2,156 070 RELOCATE TEMPORARY RAILING (TYPE K) M 6.0000 66,600.00 0.000 0 071 RELOCATE GATE EA 1,200.0000 1,200.00 0.000 0 072 RELOCATE ROADSIDE SIGN EA 350.0000 8,750.00 0.000 0 073 ADJUST MANHOLE EA 3,200.0000 9,600.00 0.000 0 074 ADJUST MANHOLE TO GRADE EA 2,300.0000 55,200.00 1.000 2,300 075 MODIFY SEWER MANHOLE EA 2,400.0000 19,200.00 8.000 19,200 076 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 60,600.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 02/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159C4 TIME 01:57 PM ESTIMATE NO. 25 BID OPENING 05/12/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 02/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE PARKING BUMPER EA 28.0000 1,260.00 0.000 0 078 REMOVE CONCRETE M3 60.0000 67,200.00 159.400 9,564 079 REMOVE CONCRETE SIDEWALK AND DRIVEWAY M2 3.5000 26,880.00 5,918.860 20,716 080 REMOVE CONCRETE (CURB AND GUTTER) M 4.0000 48,000.00 1,340.450 5,361.80 6,426.290 25,705 081 REMOVE SOUND WALL M 65.0000 28,600.00 330.000 21,450 082 CAP MANHOLE EA 850.0000 2,550.00 2.000 1,700 083 REMOVE GUARD POST EA 140.0000 980.00 0.000 0 084 BRIDGE REMOVAL LS 190,000.0000 190,000.00 0.000 0 085 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 0.750 75,000 086 ROADWAY EXCAVATION M3 18.0000 1,778,400.00 668.340 12,030.12 31,786.970 572,165 087 ROADWAY EXCAVATION (CONTAMINATED SOIL) M3 89.0000 774,300.00 8,240.300 733,386 088 ROADWAY EXCAVATION (TYPE Y-2) M3 11.0000 100,100.00 3,822.200 42,044.20 6,319.200 69,511 (AERIALLY DEPOSITED LEAD) 089 LEAD COMPLIANCE PLAN LS 15,500.0000 15,500.00 1.000 15,500 090 ADL BURIAL LOCATION REPORT LS 9,000.0000 9,000.00 0.000 0 091 HAZARDOUS MATERIALS MITIGATION PLANS LS 275,000.0000 275,000.00 0.400 110,000 092 CONTAMINATED SOIL DISPOSAL M3 18.0000 23,580.00 330.800 5,954 093 SOIL BORING LS 105,000.0000 105,000.00 0.900 94,500 094 DISPOSAL OF HAZARDOUS MATERIAL M3 196.0000 335,160.00 0.000 0 095 STRUCTURE EXCAVATION (BRIDGE) M3 35.0000 344,505.00 277.960 9,728.60 5,728.600 200,501 (F) 096 STRUCTURE EXCAVATION (CONTAMINATED) M3 430.0000 342,280.00 674.000 289,820 (F) 097 STRUCTURE EXCAVATION (AUSTIN VAULT) M3 25.0000 6,500.00 0.000 0 (F) 098 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 197,950.00 1,239.260 30,981 (F) 099 SAND BEDDING (AUSTIN VAULT) M3 80.0000 2,720.00 0.000 0 100 STRUCTURE BACKFILL (AUSTIN VAULT) M3 60.0000 4,500.00 0.000 0 (F) 101 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 528,080.00 32.094 2,567.52 502.168 40,173 (F) 102 STRUCTURE BACKFILL (RETAINING WALL) M3 60.0000 568,560.00 610.000 36,600 (F) 103 PERVIOUS BACKFILL MATERIAL (RETAINING M3 200.0000 2,000.00 0.000 0 (F) WALL) PROGRAM CAS145 PAGE 5 DATE 02/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159C4 TIME 01:57 PM ESTIMATE NO. 25 BID OPENING 05/12/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 02/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 DITCH EXCAVATION M3 28.0000 10,360.00 0.000 0 105 DITCH EXCAVATION (BIOSWALE) M3 12.0000 15,120.00 0.000 0 106 IMPORTED BORROW M3 6.0000 60,600.00 1,100.000 6,600 107 HIGHWAY PLANTING LS 141,000.0000 141,000.00 0.000 0 108 ROCK BLANKET M2 65.0000 747,500.00 0.000 0 109 PLANT ESTABLISHMENT WORK LS 56,000.0000 56,000.00 0.000 0 110 IRRIGATION SYSTEM LS 140,000.0000 140,000.00 0.000 0 111 WATER METER EA 5,000.0000 20,000.00 0.000 0 112 200 MM CORRUGATED HIGH DENSITY M 170.0000 2,040.00 0.000 0 POLYETHYLENE PIPE CONDUIT 113 250 MM CORRUGATED HIGH DENSITY M 160.0000 27,200.00 0.000 0 POLYETHYLENE PIPE CONDUIT 114 CLASS 4 AGGREGATE SUBBASE M3 30.0000 642,000.00 9,605.140 288,154 115 CLASS 2 AGGREGATE BASE M3 40.0000 732,000.00 8,313.220 332,528 116 CLASS 3 AGGREGATE BASE M3 37.0000 1,061,900.00 797.310 29,500 117 LEAN CONCRETE BASE M3 97.0000 1,649,000.00 0.000 0 118 HOT MIX ASPHALT TONN 82.0000 4,100,000.00 8,810.970 722,499.54 20,763.310 1,702,591 119 DATA CORE LS 5,000.0000 5,000.00 0.000 0 120 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 14.0000 8,680.00 0.000 0 121 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 44.0000 924.00 0.000 0 122 PLACE HOT MIX ASPHALT M2 16.0000 42,080.00 603.000 9,648 (MISCELLANEOUS AREA) 123 TACK COAT TONN 650.0000 3,900.00 16.280 10,582.00 22.810 14,826 124 CONCRETE PAVEMENT M3 179.0000 6,157,600.00 0.000 0 125 SEAL PAVEMENT JOINT M 7.7500 290,625.00 0.000 0 126 FURNISH STEEL PIPE PILING (610 MM) M 287.0000 8,315,251.00 22,817.500 6,548,622 127 DRIVE STEEL PIPE PILE (610 MM) EA 520.0000 774,280.00 150.000 78,000.00 956.000 497,120 128 FURNISH PILING (CLASS 400) M 106.0000 1,307,086.00 2,745.630 291,036 (ALTERNATIVE V) 129 DRIVE PILE (CLASS 400) (ALTERNATIVE V) EA 1,150.0000 972,900.00 202.500 232,875 130 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 170.0000 307,700.00 1,754.200 298,214 PILING (SOUND WALL) PROGRAM CAS145 PAGE 6 DATE 02/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159C4 TIME 01:57 PM ESTIMATE NO. 25 BID OPENING 05/12/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 02/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 760 MM PILE CASING M 375.0000 8,057,625.00 12,307.237 4,615,213 132 PRESTRESSING CAST-IN-PLACE CONCRETE LS 240,000.0000 240,000.00 0.000 0 133 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 1,230,300.00 2,072.561 621,768 (F) 134 STRUCTURAL CONCRETE, BRIDGE M3 525.0000 8,081,850.00 191.850 100,721.25 1,142.820 599,980 (F) 135 STRUCTURAL CONCRETE, RETAINING WALL M3 480.0000 1,508,640.00 625.920 300,441 (F) 136 STRUCTURAL CONCRETE, APPROACH SLAB M3 680.0000 281,520.00 0.000 0 (F) (TYPE N) 137 STRUCTURAL CONCRETE (AUSTIN VAULT) M3 790.0000 72,680.00 0.000 0 (F) 138 CLASS 3 CONCRETE M3 320.0000 1,280.00 0.000 0 139 CLASS 1 CONCRETE (BOX CULVERT) M3 750.0000 795,000.00 393.050 294,787 140 MINOR CONCRETE (MINOR STRUCTURE) M3 1,600.0000 480,000.00 176.490 282,384 (F) 141 MINOR CONCRETE (PIPE ENCASEMENT) M3 180.0000 34,200.00 179.060 32,230 142 MINOR CONCRETE (MEDIAN) M3 1,100.0000 35,200.00 0.000 0 (F) 143 MINOR CONCRETE (BACKFILL) M3 110.0000 38,500.00 132.410 14,565 (F) 144 PILASTER, SOUND WALL M3 2,100.0000 90,300.00 0.000 0 145 ARCHITECTURAL TREATMENT M2 120.0000 534,480.00 540.000 64,800 (F) 146 SOUND WALL (MASONRY BLOCK) M2 139.0000 248,810.00 1,790.000 248,810 (F) 147 PTFE SPHERICAL BEARING EA 3,000.0000 96,000.00 0.000 0 148 JOINT SEAL (MR 25 MM) M 200.0000 7,800.00 0.000 0 149 JOINT SEAL ASSEMBLY (MR 75 MM) M 875.0000 20,125.00 0.000 0 150 JOINT SEAL ASSEMBLY (MR 60 MM) M 870.0000 23,490.00 0.000 0 151 JOINT SEAL ASSEMBLY (MR 80 MM) M 1,050.0000 95,550.00 0.000 0 152 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 3,000.0000 132,000.00 0.000 0 153 JOINT SEAL (MR 40 MM) M 300.0000 3,900.00 0.000 0 154 BAR REINFORCING STEEL (BRIDGE) KG 1.5500 5,162,133.95 45,457.370 70,458.92 352,640.124 546,592 (F) 155 BAR REINFORCING STEEL (RETAINING WALL) KG 1.8500 448,898.80 57,431.495 106,248 (F) 156 BAR REINFORCING STEEL (AUSTIN VAULT) KG 2.0000 24,968.00 0.000 0 (F) 157 BAR REINFORCING STEEL (BOX CULVERT) KG 1.6000 271,900.80 74,203.750 118,726 (F) PROGRAM CAS145 PAGE 7 DATE 02/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159C4 TIME 01:57 PM ESTIMATE NO. 25 BID OPENING 05/12/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 02/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 HEADED BAR REINFORCEMENT EA 18.0000 89,856.00 2,516.000 45,288 (F) 159 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 12.0000 108,264.00 0.000 0 (F) 160 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.2000 19,848.40 0.000 0 (F) 161 FURNISH SIGN STRUCTURE (TRUSS) KG 9.5000 371,431.00 0.000 0 (F) 162 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 19,549.00 0.000 0 (F) 163 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 120.0000 11,520.00 0.000 0 164 FURNISH LAMINATED PANEL SIGN M2 120.0000 6,480.00 0.000 0 (25.4 MM-TYPE A) 165 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.0000 10,120.00 11.000 1,210.00 11.000 1,210 (1.6 MM-UNFRAMED) 166 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 2,600.00 0.000 0 (2.0 MM-UNFRAMED) 167 FURNISH SINGLE SHEET ALUMINUM SIGN M2 121.0000 242.00 0.000 0 (1.6 MM-FRAMED) 168 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 1,800.00 0.000 0 (2.0 MM-FRAMED) 169 914 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,600.0000 8,000.00 0.000 0 PILE (SIGN FOUNDATION) 170 1372 MM CAST-IN-DRILLED-HOLE M 2,100.0000 18,900.00 0.000 0 CONCRETE PILE (SIGN FOUNDATION) 171 1524 MM CAST-IN-DRILLED-HOLE M 2,700.0000 62,100.00 0.000 0 CONCRETE PILE (SIGN FOUNDATION) 172 METAL (BARRIER MOUNTED SIGN) KG 30.0000 35,400.00 0.000 0 173 ROADSIDE SIGN - ONE POST EA 275.0000 3,300.00 0.000 0 174 ROADSIDE SIGN - TWO POST EA 800.0000 4,000.00 0.000 0 175 ROADSIDE SIGN-METAL POST EA 400.0000 56,800.00 7.000 2,800.00 36.000 14,400 176 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 9,000.00 1.000 300.00 3.000 900 METHOD) 177 450 MM REINFORCED CONCRETE PIPE M 145.0000 101,500.00 250.200 36,279 178 525 MM REINFORCED CONCRETE PIPE M 260.0000 6,500.00 0.000 0 179 600 MM REINFORCED CONCRETE PIPE M 195.0000 507,000.00 1,282.500 250,087 180 750 MM REINFORCED CONCRETE PIPE M 250.0000 232,500.00 886.340 221,585 181 900 MM REINFORCED CONCRETE PIPE M 419.0000 22,626.00 53.100 22,248 182 1050 MM REINFORCED CONCRETE PIPE M 510.0000 37,230.00 72.200 36,822 183 1200 MM REINFORCED CONCRETE PIPE M 705.0000 62,745.00 0.000 0 184 1425 MM REINFORCED CONCRETE PILE M 750.0000 180,000.00 210.000 157,500 PROGRAM CAS145 PAGE 8 DATE 02/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159C4 TIME 01:57 PM ESTIMATE NO. 25 BID OPENING 05/12/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 02/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 450 MM SLOTTED CORRUGATED STEEL PIPE M 300.0000 6,000.00 0.000 0 (2.01 MM THICK) 186 150 MM PERFORATED PLASTIC PIPE M 125.0000 4,750.00 0.000 0 UNDERDRAIN (AUSTIN VAULT) 187 150 MM NON-PERFORATED PLASTIC PIPE M 330.0000 3,960.00 0.000 0 (AUSTIN VAULT) 188 FILTER FABRIC (AUSTIN VAULT) M2 7.0000 644.00 0.000 0 189 PERMEABLE MATERIAL (AUSTIN VAULT) M3 100.0000 2,700.00 0.000 0 190 GRATED LINE DRAIN M 500.0000 46,500.00 0.000 0 191 900 MM PRECAST CONCRETE PIPE MANHOLE M 1,000.0000 41,000.00 20.170 20,170 192 200 MM VITRIFIED CLAY SEWER PIPE M 138.0000 171,120.00 161.100 22,231.80 985.600 136,012 193 250 MM VITRIFIED CLAY SEWER PIPE M 170.0000 125,800.00 729.900 124,083 194 375 MM VITRIFIED CLAY SEWER PIPE M 265.0000 119,250.00 427.480 113,282 195 450 MM VITRIFIED CLAY SEWER PIPE (EXTRA M 440.0000 25,520.00 47.500 20,900 STRENGTH) 196 525 MM VITRIFIED CLAY SEWER PIPE (SEWER M 480.0000 21,600.00 42.700 20,496 STRENGTH) 197 1220 MM REINFORCED CONCRETE SEWER PIPE M 1,250.0000 95,000.00 65.840 82,300 198 150 MM SEWER PIPE (LATERAL) M 210.0000 58,800.00 231.700 48,657 199 SEWER TERMINAL CLEANOUT EA 1,350.0000 1,350.00 0.500 675 200 SEWER MANHOLE FRAME AND COVER EA 650.0000 24,050.00 0.000 0 201 CONCRETE SEWER MANHOLE EA 5,300.0000 180,200.00 31.250 165,625 202 CONCRETE SEWER MANHOLE (TYPE E) EA 58,000.0000 174,000.00 2.000 116,000 203 CURB DRAIN EA 630.0000 3,150.00 0.000 0 204 GABION M3 620.0000 5,580.00 0.000 0 205 MINOR CONCRETE (DITCH LINING) M3 325.0000 13,325.00 0.000 0 206 MINOR CONCRETE (GUTTER LINING) M3 600.0000 2,400.00 0.000 0 207 MINOR CONCRETE (GUTTER DEPRESSION) M3 600.0000 6,600.00 10.330 6,198 208 MINOR CONCRETE (CURB, GUTTER, SIDEWALK, M3 325.0000 682,500.00 1,294.904 420,843 DRIVEWAY, CURB RAMP AND CROSS GUTTER) 209 MINOR CONCRETE (RAPID STRENGTH CONCRETE) M3 450.0000 81,000.00 36.420 16,389 210 MINOR CONCRETE (TEXTURED PAVING) M2 95.0000 152,000.00 0.000 0 211 MISCELLANEOUS IRON AND STEEL KG 3.0000 77,868.00 14,855.000 44,565 (F) PROGRAM CAS145 PAGE 9 DATE 02/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159C4 TIME 01:57 PM ESTIMATE NO. 25 BID OPENING 05/12/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 02/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 MISCELLANEOUS METAL AND STEEL (AUSTIN KG 50.0000 2,650.00 0.000 0 (F) VAULT) 213 MISCELLANEOUS METAL (BRIDGE) KG 11.0000 47,773.00 0.000 0 (F) 214 BRIDGE DECK DRAINAGE SYSTEM KG 9.5000 268,299.00 0.000 0 (F) 215 FENCE (TYPE BW, 4-STRAND, METAL POST) M 80.0000 880.00 0.000 0 216 CHAIN LINK FENCE (TYPE CL-1.8) M 45.0000 43,200.00 0.000 0 217 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,120.0000 8,960.00 0.000 0 218 4.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,600.0000 1,600.00 0.000 0 219 7.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,700.0000 2,700.00 0.000 0 220 9.1 M ROLLING CHAIN LINK GATE EA 2,910.0000 2,910.00 0.000 0 221 INSTALL MEDIAN MILEAGE PANEL EA 150.0000 2,100.00 0.000 0 222 METAL BEAM GUARD RAILING M 85.0000 8,160.00 0.000 0 223 METAL HANDRAILING M 400.0000 26,000.00 0.000 0 (F) 224 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 340.0000 235,280.00 0.000 0 (F) 225 CHAIN LINK RAILING (TYPE 6 MODIFIED) M 172.0000 306,160.00 0.000 0 226 CONCRETE BARRIER (TYPE K) M 100.0000 85,000.00 0.000 0 227 TUBULAR HANDRAILING M 130.0000 59,930.00 0.000 0 (F) 228 CONCRETE BARRIER (TYPE 26 MODIFIED) M 575.0000 468,050.00 0.000 0 (F) 229 CABLE RAILING M 44.0000 3,828.00 0.000 0 (F) 230 TRANSITION RAILING (TYPE WB) EA 3,100.0000 12,400.00 0.000 0 231 END CAP (TYPE B) EA 70.0000 210.00 0.000 0 232 END CAP (TYPE TA) EA 410.0000 1,230.00 0.000 0 233 END ANCHOR ASSEMBLY (TYPE SFT) EA 410.0000 1,230.00 0.000 0 234 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,000.0000 10,000.00 0.000 0 235 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,650.0000 6,600.00 0.000 0 236 CRASH CUSHION (ADIEM) EA 20,000.0000 20,000.00 0.000 0 237 CRASH CUSHION MODULE, SAND FILLED EA 580.0000 22,620.00 0.000 0 238 CONCRETE BARRIER (TYPE 60G) M 275.0000 200,750.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 02/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159C4 TIME 01:57 PM ESTIMATE NO. 25 BID OPENING 05/12/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 02/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 CONCRETE BARRIER (TYPE 60GE) M 690.0000 65,550.00 0.000 0 240 PORTABLE CONCRETE BARRIER (TYPE 60K) M 175.0000 194,250.00 0.000 0 241 CONCRETE BARRIER (TYPE 736 MODIFIED) M 200.0000 160,400.00 0.000 0 (F) 242 CONCRETE BARRIER (TYPE 736B MODIFIED) M 295.0000 557,550.00 0.000 0 243 CONCRETE BARRIER (TYPE 736SV) M 280.0000 126,000.00 405.000 113,400 244 CONCRETE BARRIER (TYPE 742A MOD) M 200.0000 67,800.00 0.000 0 (F) 245 CONCRETE BARRIER (TYPE 736A MODIFIED) M 240.0000 153,840.00 0.000 0 (F) 246 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 55,200.00 0.000 0 247 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4000 26,880.00 0.000 0 248 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2000 5,830.00 0.000 0 249 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.7000 918.00 0.000 0 (BROKEN 3.66 M - 0.92 M) 250 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 552.00 0.000 0 (BROKEN 1.83 M - 0.30 M) 251 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 8,916.00 0.000 0 (BROKEN 10.98 M - 3.66 M) 252 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 6,060.00 0.000 0 (BROKEN 5.18 M - 2.14 M) 253 PARKING BUMPER (PRECAST CONCRETE) EA 95.0000 2,470.00 6.000 570 254 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 1,950.00 0.000 0 255 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 6,390.00 0.000 0 256 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 6,000.0000 6,000.00 0.250 1,500.00 0.750 4,500 SYSTEM ELEMENTS DURING CONSTRUCTION 257 SIGNAL AND LIGHTING (CITY STREET LS 106,000.0000 106,000.00 0.770 81,620 TEMPORARY LOCATION 3) 258 SIGNAL AND LIGHTING (CITY STREET LS 78,000.0000 78,000.00 0.050 3,900 TEMPORARY LOCATION 6) 259 SIGNAL AND LIGHTING (CITY STREET LS 232,000.0000 232,000.00 0.000 0 TEMPORARY LOCATION 7) 260 SIGNAL AND LIGHTING (CITY STREET LS 123,000.0000 123,000.00 0.093 11,439 TEMPORARY LOCATION 8) 261 SIGNAL AND LIGHTING (LOCATION 4) LS 151,000.0000 151,000.00 0.000 0 262 SIGNAL AND LIGHTING (LOCATION 5) LS 155,000.0000 155,000.00 0.000 0 263 SIGNAL AND LIGHTING LS 170,000.0000 170,000.00 0.010 1,700.00 0.920 156,400 (CITY STREET LOCATION 1) 264 SIGNAL AND LIGHTING LS 65,000.0000 65,000.00 0.910 59,150 (CITY STREET LOCATION 2) 265 SIGNAL AND LIGHTING LS 142,000.0000 142,000.00 0.000 0 (CITY STREET LOCATION 6) PROGRAM CAS145 PAGE 11 DATE 02/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159C4 TIME 01:57 PM ESTIMATE NO. 25 BID OPENING 05/12/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 02/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 SIGNAL AND LIGHTING (CITY STREET LS 17,000.0000 17,000.00 0.000 0 LOCATION 7) 267 LIGHTING (TEMPORARY) LS 175,000.0000 175,000.00 0.108 18,900.00 0.327 57,225 268 LIGHTING (CITY STREET) LS 155,000.0000 155,000.00 0.048 7,440 269 REMOVE LIGHTING AND SIGN ILLUMINATION LS 9,000.0000 9,000.00 1.000 9,000.00 1.000 9,000 270 LIGHTING AND SIGN ILLUMINATION LS 250,000.0000 250,000.00 0.052 13,000 271 INTERCONNECTION CONDUIT AND CONDUCTOR LS 38,000.0000 38,000.00 0.431 16,378 272 ELECTRIC SERVICE (IRRIGATION) LS 8,000.0000 8,000.00 0.000 0 273 MODIFY TRAFFIC MONITORING STATION LS 65,000.0000 65,000.00 0.369 23,985 274 TEMPORARY COMMUNICATION SYSTEM LS 140,000.0000 140,000.00 0.000 0 275 MODIFY COMMUNICATION SYSTEM LS 485,000.0000 485,000.00 0.146 70,810 276 REMOVE RAMP METERING SYSTEM LS 7,000.0000 7,000.00 0.200 1,400.00 1.000 7,000 277 RAMP METERING SYSTEM LS 235,000.0000 235,000.00 0.001 235.00 0.034 7,990 278 MODIFY LIGHTING (CITY STREET) LS 261,000.0000 261,000.00 0.001 261.00 0.452 117,972 279 GUARD POST EA 500.0000 2,500.00 3.000 1,500 280 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 281 REMOVE ASBESTOS CEMENT PIPE M 70.0000 79,100.00 80.700 5,649 282 REMOVE WROUGHT IRON FENCE M 25.0000 13,250.00 100.700 2,517 283 GEOSYNTHETIC REINFORCED EMBANKMENT M2 1,300.0000 726,700.00 0.000 0 284 STRUCTURAL CONCRETE, BARRIER SLAB M3 500.0000 85,500.00 0.000 0 285 SHOTCRETE M3 500.0000 47,000.00 0.000 0 286 WROUGHT IRON FENCE M 150.0000 5,250.00 0.000 0 287 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 288 LEAN CONCRETE BASE (RAPID SETTING) M3 500.0000 75,000.00 0.000 0 289 CONCRETE PAVEMENT M3 640.0000 198,400.00 0.000 0 (RAPID STRENGTH CONCRETE) PROGRAM CAS145 PAGE 12 DATE 02/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159C4 TIME 01:57 PM ESTIMATE NO. 25 BID OPENING 05/12/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 02/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,266,338.67 26,697,585.38 ADJUSTMENT OF COMPENSATION 486.31 486.31 EXTRA WORK 102,886.90 2,131,134.18 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,369,711.88 28,829,205.87 290 MOBILIZATION LS 6,000,000.0000 6,000,000.00 0.950 5,700,000 ORIGINAL CONTRACT AMOUNT 86,565,397.95 TOTAL WORK COMPLETED 1,369,711.88 34,529,205.87 MATERIALS ON HAND ON SITE 6,357,783.56 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 95,000.00 0.00 TOTAL 1,464,711.88 40,886,989.43 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 09/13/11 1250 11/07/11 11/07/11 01/19/17 527 40 0 0 39% 42% PROGRESS IS SATISFACTORY LEE, PETER RESIDENT ENGINEER PROGRAM CAS145 DATE 02/25/14